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<br /> - Dl610N � ORAFTIN� � INTERIOR9
<br /> TYPICAL RQOF
<br /> ARCHITECTURAL COMPOSITION ROOFING,
<br /> INSTALL PER. MFR. SPEC.
<br /> 15# FELT
<br /> 1/2" APA RATED SHEATHING (24/16) (1/2"CCX @ EAVE) w/ TYPICAL ROaF VIEW RIDGE ADDITION
<br /> $d @ 6" o.c. EDGE & 12" o.c. FILED OR PER STRUCTURAL
<br /> 2x4 TRUSS - DESIGN BY WASHINGTON STATE LIC. ENGINEER ARCHITECTURAL COMPOSITI�N ROOFING,
<br /> " SIMPSON H1 CLIP TRUSS TO PLATE INSTALL PER. MFR. SPEC.
<br /> R-49 INSULATION - MAINTAIN 1" AIR SPACE EXTEND WIND
<br /> BAFFLE 12" VERTICALLY ABOVE INSULATION 15# FELT
<br /> 1J2" APA RATED SHEATHING (24J16) (1/2"CCX @ EAVE) w/
<br /> 5/8" GWB EAVE W/ 2x4 VENT BLOCK 8d @ 6" o.C. EDGE & 12" o.c. FILED 4R PER STRUCTURAL °
<br /> �� 12 26 GA. MTL GUTTER 2x4 TRUSS - DESIGN BY WASHINGTON STATE LIC. ENGINEER
<br /> T NOTE: NO VENTS ALLOWED IN EAVES SIMPSON H1 CLIP TRUSS TO PLATE
<br /> � \ ���4 THAT PROJECT INTO THE BUIL(�ING SETBACK „ m � �'���` - -
<br /> � R-49 INSULATION - MAINTAIN 1 AIR SPACE EXTEND WIND
<br /> " � � BAFFLE 12" VERTICALLY ABOVE INSULATION
<br /> - -- 5/8" GWB EAVE W/ 2x4 VENT BLOCK
<br /> �
<br /> 26 GA. MTL GUTTER
<br /> � NOTE: NO VENTS ALLOWED IN EAVES
<br /> r'�� � PER ELEV THAT PROJECT INTO THE BUILDING SEfBACK
<br /> .t� �'��� � -- _ � � 12 TYPICAL WALL
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<br /> Z ��t,� � \� �\ SIDING PER ELEVATIONS
<br /> � TYPICAL WALL ...—_ �� MOISTURE BARRIER - TYVEK�R EQ ��5.-
<br /> w SIDING PER ELEVATIONS 7/16 APA RATED SHEATHING (24/0) NAIL �
<br /> _ _
<br /> 8d @ 6" o.c. @ EDGE 10" o.c. @ FIELD, '
<br /> w MOISTURE BARRIER - TYVEK OR EQ CONSULT SHEAR WALL SCHEDULE � '
<br /> w 7/16" APA RATED SHEATHING (24/0) NAIL � ���� (2) 2x6 PLATES - LAP SPLIC�E.S=48" MIN. �
<br /> 8d @ 6" o.c. @ EDGE 1Q" o.c. @ FIELD s���� j� � PERELEV 4x8 HF #2 HEADER (U�NO)W/ 2" RIGID INSUL. @ INT. ����`�
<br /> � f CONSULT SHEAR WALL SCHEDULE � !� �� �r��tl WINDOWS PER.20Q9 IRC - SEAL &INSULATE
<br /> � (2) 2x6 PLATES - LAP SPLICES,48'�MIN , �NS��'A t 2x6 STUDS @ 15 O.C. - FIREBLOCK IF > 10'-0"
<br /> ���,---,�,—o�-�,.�--�, 4x8 HF #2 HEADER (U�)�-W/ 2 RIGID INSUL. @ INT. R � 2xfi SILL W/ CONT. CAULK.
<br /> � WINDOWS PER�200�IRC - SEAL &INSULATE R-21 INSULATION - VAPOR REfARDER
<br /> � - c � 2x6 STUDS @ 16 O.C. - FIREBLOCK IF > 10'-0" 1/2" GWB.
<br /> t � 2x6 SILL W/ CONT. CAULK.
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<br /> � � R-21 INSULATION - VAPOR RETARDER � TYPICAL FLOQR
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<br /> � � 1/2 GWB. a 3/4" T&G APA�RATED SHEATHI�NG (48/24)- GLUE & NAIL m��„;,��,
<br /> � TYPICAL FLOOR � w/ 8d @ 6 O.C. EDGE & 10 O.C. FIELD �����16���
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<br /> (� � 3/4" T&G APA RATED SHEATHING (48/24)- GLUE & NAIL "-' JOIST PER PLAN - BLOCK @ SUPPORTS �,,,,;�,,,��,��,�a�„�,.
<br /> e � � 1 '�'�' CONT. RIM JOIST (W/ R-30 INSUL. @ WALL)
<br /> �, w/ 8d @ 6" (3.C. EDGE & 10" O.C. FIELD v 5/8" GWB. (UPPER FLOOR) R-30 LOWER FLOOR f } �
<br /> � � 5/8" TYPE "x" GWB. � )OIST PER P(AN - BLOCK @ SUPPORTS MARK DATE � DESCWP110N
<br /> o � @ GARAGE ONLY � CONT. RIM JOIST (Wj R-30,�N5�1L:°��'�V�RLLf'��''`--� - �OWNERAPPROVAL
<br /> � �,��}r��,��:��f��.E�:�,FL��C�:) R-30 BTWN GARAGE & � TYPICAL FCJUNDATIQN - �PERMITAPPLICATION B
<br /> > � � �CONDITIONED SPACE ABOVE - �B1D°�"G
<br /> W � 1 �.,��.�,���.,�.�,,`..���+������� P.T. 2x6 SILL PLATE - �coNsrRucrioN
<br /> '�' '"'°`��`'�"''"''°`''`" '" '`'� TYPICAL F4U N QATION t ANCHOR BOLTS: SEE BRACED WALL DETAILS -- �
<br /> v MIN. 5/8" dia.X 10" w/ 3"x3"xl/4" GALV. WASHER � " �
<br /> „ P.T. 2x6 SILL PLATE � - - - - � � -� � @ 24" o.c. MIN. NOT LESS THAN 4 1/2" � �
<br /> 4 CONC. SLAB W/ I ANCHOR BOLTS: ( � -� � BUT w/ IN 12" OF SILL END -EMBED �
<br /> COMP. BASE & 6" PER STRUCTURAL ENGINEER SCHEDULE � I � I CQNSULT STRUCTURAL SPECS AND DETAILS -- i
<br /> , 6 MIL. POLY � � � MIN, MIN. 1/2" dia. w/ 3"x3"xl/4" PLATE WASHER I � �� � • AS SHOWN ON SHEETS S-1.0 &S-1.1
<br /> f @ 48" o.c. MIN. N�T LESS THAN 4 1/2" I ^ .- PROJECTNUMBER: �1818
<br /> BUT w/ IN 12" OF SILL END -EMBED 7" . t~ � ai °O APPROVEDBY: �
<br /> ;°: , `,�y��;�y, ��,. z � � �- � �,. �;��;��;��;�;���� POST, PAD & STRINGER PER PLAN PRQIECTDIRECTOR ,
<br /> • \%�\%����%��� z WALL REBAR: (1) #4 @ TOP OF WALL - CONT. � � I �;����%� �� � PROJECTDESIGNER
<br /> �� oo°� %;%;� �`�`� �-�+ � �\\%�� � SOUND BLK. BTWN. JSTS. @ STRINGER CHECKEDBY: '
<br /> °��ooa°� `<�;'%�%�.; (2) #4 @ FTG - CONT. � ao 6 M�L. BLACK PO�LY 4� �%���;� _ _ METAL ANCHOR - MA4 OR SIMILAR JOBCAPTAIN: �
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<br /> ��o>°o° �\%��i;yli`� _ _ �' �' � �,,`�:y`, _ -
<br /> �� .a o� o� ,� o0 0 #4 @ 18" O.C. VERT. & HORZ. f .°a�o��o- �o 0o DRAWNBY: MA�MAS
<br /> I O°o�� 6 '� `� FOOTINGS ON UNDISTURBED 1500 PSF SOIL � �Qa _�� ' O o�o°� � � VAPOR BARRIER @ PQST/ PAD ���
<br /> I N B I �� � � SCAB POST TO STRINGER
<br /> � 3 ��� 3 � 4 dia. PERF DRAIN IN PEA GRAVEL �_ _ _ J i � � FOOTINGS ON UNDISTURBED 1500 PSF SOIL
<br /> A I 12„ I � �� g�� �� � 4" DIA. PERF DRAIN IN CLASS II ROCK COVER TYPICAL A
<br /> I I � is�T ) WALL SECTIONS
<br /> � �
<br /> T ' � REFER TO SHEETS 5-1.0 1.Oa � � REFER TO SHEETS S-1.Q 1.Oa -
<br /> , �
<br /> FOR FOUNDATION DETAILS FOR FOUNDATION DETAILS
<br /> �
<br /> A TYPICAL WALL SECTION @ 2 STORY o �ARAGE w/SLAB TYPICAL WALL SECTION @ 1 STORY 0/ CRAWL SPACE � � � �
<br /> SCALE: 1/2" = 1'-0" � SCALE: 1/2" = 1'-0"
<br /> i Z 3 4 5
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